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Vertical curve -3.5% and -0.5%, 1268 m

Short answer

Using mid-ordinate e = 1 m, L = 800×1/|−0.5−(−3.5)| = 266.67 m. Equal-tangent sag curve: BVC at 1646.67 m (1271.667 m), EVC at 1913.33 m (1266.333 m). No turning point; highest BVC, lowest EVC.

A grade of -3.5% meets another grade of -0.5%. The elevation of intersection is 1267 m & chainage is (1+780) km. Field coordinates require that the vertical curve should pass through a point of elevation 1268 m at chainage (1+780) km. Compute a suitable equal tangent vertical curve full station elevations including lowest point elevation. Use parabolic method.

Chainage of IP =1+780= 1+780 km =1780= 1780 m.

An equal-tangent parabolic vertical curve is set out. Because the curve passes through the given level at the IP chainage, the vertical gap between the IP and the curve there is the mid-ordinate ee of the curve.

Step 1: Length of the curve

The curve is a sag curve, so the curve lies above the IP:

e=1268−1267=1 m ⇒ ∣e∣=1 me = 1268 - 1267 = 1\ \text{m}\ \Rightarrow\ |e| = 1\ \text{m}

For an equal-tangent parabola, e=L ∣g2−g1∣800e = \dfrac{L\,|g_2-g_1|}{800} (grades in %), hence

L=800 e∣g2−g1∣=800×1∣−0.5−(−3.5)∣=8003=266.67 mL = \frac{800\,e}{|g_2-g_1|} = \frac{800\times 1}{|-0.5-(-3.5)|} = \frac{800}{3} = 266.67\ \text{m}

Step 2: BVC, EVC and their levels

The curve is a sag (valley) curve with equal tangent lengths L/2=133.33L/2 = 133.33 m.

Ch. of BVC=1780−133.33=1646.67 mCh. of EVC=1780+133.33=1913.33 mRL of BVC=1267−(−3.5)100×133.33=1271.667 mRL of EVC=1267+(−0.5)100×133.33=1266.333 m\begin{aligned} \text{Ch. of BVC} &= 1780 - 133.33 = 1646.67\ \text{m}\\ \text{Ch. of EVC} &= 1780 + 133.33 = 1913.33\ \text{m}\\ \text{RL of BVC} &= 1267 - \frac{(-3.5)}{100}\times 133.33 = 1271.667\ \text{m}\\ \text{RL of EVC} &= 1267 + \frac{(-0.5)}{100}\times 133.33 = 1266.333\ \text{m} \end{aligned}

Step 3: RL of curve points

Using the tangent-offset form of the parabola (xx measured from BVC, grades in %):

yx=RLBVC+g1x100+(g2−g1)x2200Ly_x = \text{RL}_{BVC} + \frac{g_1 x}{100} + \frac{(g_2-g_1)x^2}{200L}

with g1=−3.5%g_1 = -3.5\%, g2=−0.5%g_2 = -0.5\%, L=266.67L = 266.67 m, so the offset is y=(3)x2200×266.67y = \frac{(3)x^2}{200\times 266.67} and pegs are taken at multiples of 30 m.

Chainage (m)x from BVC (m)Tangent RL (m)Offset y (m)Curve RL (m)
1646.6701271.6670.0001271.667
16503.331271.550+0.0011271.551
168033.331270.500+0.0621270.562
171063.331269.450+0.2261269.676
174093.331268.400+0.4901268.890
1770123.331267.350+0.8561268.206
1800153.331266.300+1.3221267.623
1830183.331265.250+1.8911267.141
1860213.331264.200+2.5601266.760
1890243.331263.150+3.3311266.481
1913.33266.671262.333+4.0001266.333

Check: the last curve RL (1266.333 m) equals the RL of EVC (1266.333 m), and the curve at the IP chainage lies 1 m above the IP, at RL 1268 m.

Step 4: Highest and lowest points

Both grades are falling, so the grade never becomes zero within the curve and there is no turning point; the highest level is at the BVC (RL 1271.667 m) and the lowest level is at the EVC (RL 1266.333 m).

Answer: L=266.67L = 266.67 m, BVC at 1646.67 m (RL 1271.667 m), EVC at 1913.33 m (RL 1266.333 m); curve levels as tabulated.

✓ Answer checked by Claude Opus 5.5 (high effort)

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